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HomeMy WebLinkAbout1453.3NE 1/4, SEC. 20, TWP 23 N°, R 5 E, W. M. USC • GS MSL=0.00 CONSTRUCT "T" TURNAROUND AS SHOWN 385 375 370 w z_ J w a O a a. cn � w �Gr_ O S _ �— _ O N Lv 9' 20' _STA /+26 a /8" 0 CONC. P/PE Z c5 w HAP 1--23.94 LU \ 15 04-00 0. 40% 100 Y.C. See Sheet 6 5PEDESTRIAN TRAIL--- AS -BUILT per Section 7-4 Construction Manual -- ' \` �' 7 for Municipal Public Works Construction 197 II 10 9 STA 3+25, /8�4r \ \\B Date,, COAX. PIPE �` -�•. y. �� 127 1 -� : �STA 32 t 95 12 Xj 0 CONC. 2 NOTE: ASPHALT OVERLAY ON ROADS TO BE 1-1/2 CLASS "B- r� _ . "' STA 6 +00 = INSTALLATION TO BE 18 0 COCOMPLETED ONCE ALL UTILITY SERVICE NCH 12s '� SAC L 5 �I 58a Q s� i � CONNECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. lr�9cM rJR.vAir wa y ry cut v lbo__ � -.... ,4 � \ ERA / 124 E HAP 3+15.0 5 22 s lis�° 0 > \ . HAP 7+58.56 _ 00\�GNO Nip 51r20 20 1 21 L4 / �� p I23 . / P O PC. 4i.3TOro i?��.,% A:; ° SO' U��/��y Egserr/err� 5� 19 I 4 / 36 CLEARING LIM TS 122 CURVE DATA NO. PC STA _ R L T 6 4 r 37.06 2705459' 268.72' 130.93' 66.79' 7 5 + 67.99 21001 268.72' 98.97i 49.85' 8 10 60.79 i02' 46 43 25„ 115.00 93.78 49.67 ' 18 ``" S6 22' PAVEMENT WIDTH /� INTERSECTION 5+_ 6799 = 33+ 15.05 Ns � 2s � - 121 _ _ \ 27 HAP 8+71 .12 +6 5 PT 6 6. 6 / 28 120 29 / % 119 30 ,, /NA L Del VELvAI Y L o c.q Tl vry s � � P:T. ► / 4 sa. s7 �y�o lc//LL LSE DET�eA1A/�!� �Y III P.C. 10+60.79 NOTE: Existing driveways shall be reconstructed 32 •o � W with culverts of size indicated on Sheet B1, 116 z as required, so that driveways are contained within individual lots. A NS 30 c� 33 �e O 8 Q NOTE.' (I) FOR ROADWAY SECTION SEE SHEET FIVE (5) \ /?O12 (2) PEDESTRIAN TRAIL SHALL BE CONSTRUCTED HAP 10+30.79 00 AS SHOWN ON SHEET FIVE (5) / 34 A5.61' See Sheet 5 �.r -� ,C`/ "y -a 7-/C of O A� 7-R,44 / z_ j ._m _ s 80°58 a0' W PLAN wr 4.4 % orZ)N 1r SCALE' 1 " = 50' I 37 I 38 I 39 16 L0 6 Mc3 N W J O VJ w w U /n j + 00 PROFILE VERT. SCALE: I" = 5' HORIZ. SCALE: I" = 50' O v � EXISTING GROUND FINISHED GRADE 100 V.C. O h O a0 W M 8� O g > LU W Q" i Q t s 67 % / , ele O / \ � 18. ��CONC. PIPE 30 / 1IVV S 376.8 i N 376.6 1,8" � CONC. PIPE 30 INV S 367.9 N 367.7 Z4,QO 3400 4+00 5+00 100' V. C. 100, V.C. 100, V. C. 100 V. C.OD N CD k Ch N:o V)M �8 OD\ Ci M a0 O " LU - _. _, S �>LU W m „ w M �> a x O m � M > Z W 0 m J 1- K) W U 1 w w > C,1 L4Q a: Lr- � U F- � O cr a O O J 6+00 W m �t O M N + �� N O �� ►� i W c1 W I I I I N I J h IUJW O Op M p MW �Qp W W� �h I. a0)j W� J v a� Wn� Q Q N wU 111 0 W�Ac— h 0 �; � „ QIn "/e ill Uj a v > ®.4©{� �V \ 4V it V D Q Lu NEW WO CULVERT Appro• ed INV. S. 385.63 N. 385.43 S �/� /2—/-� Director of Pub.aill. horkj do to �;41 APPROVED BY P �k/17 a CITY OF RENTON, DIRECTOR OF PUBLIC WORKS O('' 7.&00 10400 I/1100 395 M - 0.40% 0 390 0 N N l2f�d LANDMARK ENGINEERING CORPORATION 1900 S0. PUGET Df-�., 31.:ITE 210 RENTON, WA'-'H. 98055 206 - 255 - 9484 BELTERRA DEVELOPMENT CORPORATION RENTON, WASH. CEDAR RIDGE RESIDENTIAL PARK GRADING & PAVING LOOP ROA D 0+00 TO 12+00 DR.�WN: JRW .iOB NO. 80 - 003 r LSICNEC: RHB CHECKED: WES SCALE: AS NOTED DATE.* AUG 80 SHT 4 of 17 i _ i 4 2 61111- r &*- C" h,